Design Specifications1st and2nd floorMemberRoof Deck Load (Typical)Live LoadItemSuperimposed DeadLoad (Typical)Live LoadSuperimposed Deada.b.C.For the structural plan attached,Hint:Self-weightB1B2Notes:1. For simplicity, neglect self-weight of concrete slabB3G1G2C1C2Design LoadingsApplicationSlabsSlabsSlabsSlabsValue4323444Value4means pinnedmeans continuousAssume all members have the same stiffness (same El) for simplicity846UnitkN/mkN/mkN/mkN/mkN/mkN/mkN/mUnitkPakPakPakPaDetermine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm.Determine the factored shear force (LRFD) to be used in the design of Girder G2 in kN.Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN.-ITC2G2C1G1C15000B31B2B1B2C2C1∙H.GROUND FLOOR FRAMING PLANC1IG2HG1İ8C2C1G1C15000B31B2B1+B21B3.C2C1IC1SECOND FLOOR AND ROOF DECK FRAMING PLANG1G1

To solve the a part, we will only consider the loading which is applied on B1. Then according to the…

Item Superimposed Dead Load (Typical) Live Load Superimposed Dead Roof Deck Load (Typical) Live Load 1st and 2nd floor Member For the structural plan attached, a. b. c. Hint: B1 82 Notes: 1. For simplicity, neglect self-weight of concrete slab B3 G1 G2 C1 C2 Design Loadings Application Slabs Slabs Slabs Slabs Value 4 3 2 3 4 4 4 Value 4 8 means pinned means continuous Assume all members have the same stiffness (same El) for simplicity 4 6 Unit kN/m kN/m kN/m kN/m kN/m kN/m kN/m Unit kPa kPa kPa kPa Determine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm. Determine the factored shear force (LRFD) to be used in the design of Girder G2 in N. Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN. C2 C1 8 5 C1 B3 1 B2 + B1 + B2 C2 C1 C1 GROUND FLOOR FRAMING PLAN I 5 C2 2 C1 8 G C1 G 1 B2 + B1 + B2 1 B3 C2 C1 C1 I SECOND FLOOR AND ROOF DECK FRAMING PLAN 5 5

Item Superimposed Dead Load (Typical) Live Load Superimposed Dead Roof Deck Load (Typical) Live Load 1st and 2nd floor Member For the structural plan attached, a. b. c. Hint: B1 82 Notes: 1. For simplicity, neglect self-weight of concrete slab B3 G1 G2 C1 C2 Design Loadings Application Slabs Slabs Slabs Slabs Value 4 3 2 3 4 4 4 Value 4 8 means pinned means continuous Assume all members have the same stiffness (same El) for simplicity 4 6 Unit kN/m kN/m kN/m kN/m kN/m kN/m kN/m Unit kPa kPa kPa kPa Determine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm. Determine the factored shear force (LRFD) to be used in the design of Girder G2 in N. Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN. C2 C1 8 5 C1 B3 1 B2 + B1 + B2 C2 C1 C1 GROUND FLOOR FRAMING PLAN I 5 C2 2 C1 8 G C1 G 1 B2 + B1 + B2 1 B3 C2 C1 C1 I SECOND FLOOR AND ROOF DECK FRAMING PLAN 5 5

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Concept explainers

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

Design Specifications
1st and
2nd floor
Member
Roof Deck Load (Typical)
Live Load
Item
Superimposed Dead
Load (Typical)
Live Load
Superimposed Dead
a.
b.
C.
For the structural plan attached,
Hint:
Self-weight
B1
B2
Notes:
1. For simplicity, neglect self-weight of concrete slab
B3
G1
G2
C1
C2
Design Loadings
Application
Slabs
Slabs
Slabs
Slabs
Value
4
3
2
3
4
4
4
Value
4
means pinned
means continuous
Assume all members have the same stiffness (same El) for simplicity
8
4
6
Unit
kN/m
kN/m
kN/m
kN/m
kN/m
kN/m
kN/m
Unit
kPa
kPa
kPa
kPa
Determine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm.
Determine the factored shear force (LRFD) to be used in the design of Girder G2 in kN.
Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN.
-I
T
C2
G2
C1
G1
C1
5000
B3
1
B2
B1
B2
C2
C1
∙H.
GROUND FLOOR FRAMING PLAN
C1
I
G2
H
G1
İ
8
C2
C1
G1
C1
5000
B3
1
B2
B1
+
B2
1
B3
.
C2
C1
I
C1
SECOND FLOOR AND ROOF DECK FRAMING PLAN
G1
G1

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What are the two major methods of determining lateral loads?
Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-5 For the beam of Problem 9.4-2. a. Compute the deflections that occur before and after the concrete has cured. b. It the live toad deflection exceeds L360 , select another steel shape using either LRFD or ASD.
List three common categories of stress that must be known before a beam size can be determined.
If the soil-bearing pressure is 1500 psf and the concrete has a strength of 2500 psi, what size pier is needed to support a load of 4600 lb?
How is concrete consolidated?
Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-4 For the beam of Problem 9.4-1, a. Compute the deflections that occur before and after the concrete has cured. b. If the total deflection after the concrete has cured exceeds L240 select another steel shape using either LRFD or ASD.
Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-1 Compute the following deflections for the beam in Problem 9.2-1. a. Maximum deflection before the concrete has cured. b. Maximum total deflection after composite behavior has been attained.
Use the composite beam tables and select a W-shape and stud anchors for the following conditions: Span length = 18 6 Beam spacing = 9 ft Total slab thickness = 51 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used Construction load = 20 psf Partition load = 20 psf Live load = 225 psf Fy=50 ksi and fc=4 ksi A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia). a. Use LRFD. b. User ASD.
A beam must be designed to the following specifications: Span length = 35 ft Beam spacing = 10 ft 2-in. deck with 3 in. of lightweight concrete fill (wc=115 pcf) for a total depth of t=5 in. Total weight of deck and slab = 51 psf Construction load = 20 psf Partition load = 20 psf Miscellaneous dead load = 10 psf Live load = 80 psf Fy=50 ksi, fc=4 ksi Assume continuous lateral support and use LRFD. a. Design a noncomposite beam. Compute the total deflection (there is no limit to be checked). b. Design a composite beam and specify the size and number of stud anchors required. Assume one stud at each beam location. Compute the maximum total deflection as follows: 1. Use the transformed section. 2. Use the lower-bound moment of inertia.